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Original approved plans BLD2020-0473+Architectural_Plan+6.17.2020_10.27.13_PM�IIGINI�� 1"1,4P �� � .,. ,. }r;._r -� �+ �� .� a� S�IEE�S I NDEx SH. DESCRIPTION DATE T-I COVER SHEET,GODE ANALYSIS,VIGINITY MAP 06/13 T-2 ARGHITEGTURAL,CaENERAL NOTES 06/13 A.101 FLOOR PLANS AS -BUILT 06/13 A.102 FLOOR PLANS PROPOSALS 06/13 A.103 ELEVATIONS AS -BUILT 06/13 A.104 ELEVATIONS PROPOSAL Oro/13 A.10b SECTIONS � UJALL SECTIONS 06/13 A.106 STAIRCASE DETAILS 0�0/13 GORE ANALYSIS BUILDING LEGAL JURISDIGTION� BUILDING GODE� STRUCTURAL GODE� PLUMBING GODE� MECHANICAL GODE� ELEGTRIGAL GODE� ENERGY GODE� OCCUPANCY GLASSIFIGATION� TYPE OF GONSTRGUTION� FIRE SPRINKLERS PROVIDED BUILDING HEIGHT OCCUPANT LOAD EXITS REQUIRED FIRE RESISTANT EXTERIOR WALLS SNOT-IOMISI-I COUNTY IRG 2815 IBC 2815 UPG 2815 UMG 2815 NEG 2815 WSEG 2815 RESIDENTIAL N/A @IRG NONE 28'9'� N/A @IRG PER SECT R311 NONE INCLUDING ALL LOCAL AMENDMENTS FOR ALL CODES ZONING PARCEL NO. CURRENT ZONING REQUIRED SETBAGKS� FRONT SIDE REAR SIDE BUILDING AREA FIRST FLOOR LIVING AREA SECOND FLOOR LIVING AREA BASEMENT AREA TOTAL COVERED AREA s 81>'o SQ. FT. 78� SQ. FT. 2�8 SQ. FT. 1,848 sa. Fr. ENERGY GODE� '� WSEG 2815 REMODEL LESS THAN 1 588 SQ. FT. 1.5 CREDITS 1 A EFFICIENT BUILDING ENVELOPE 8.5 CREDITS 3D DUCTLESS HEAT PUMP CMINI SPLIT) 1.8 CREDITS 5A KITGI-IEN SINKS � SHOWER HEADS < 1.75 GPM LAVATORY FAUCET < 1.88 GPM 8.5 CREDITS 5B ELECTRIC WATER HEATER < 2.8 EF 1.5 CREDITS S�I'1"I�O� LEGEND SHEET# � FLOOR PLAN sGALE SECTION I AI SHEET# ELEVATION I AI SHEET# ELEVATION COLUMN LINE GRID PARTITION T'I'PE CORRECTION KEY 83 UJINDOUJ T`I'PE 83 DOOR TYPE 83 RooM NUMBER 9'-e" GEILINC� a-IEIC��-IT NEUJ UJALL ExISTIN� UJALL UJALL TO BE REM0I�ED MASONRI' U1ALL A��RE�IA�IONS AFG -ABOVE FINISHED GRADE RM -ROOM AFF -ABOVE FINISI-IED FLOOR UP -UPWARD ATT -ATTACHED BA - BATI-IROOM GL -CLOSET GLG - CEILING DN -DOWN EF -EXHAUST FAN FFE -FINISHED FLOOR ELEVATION FFL -FINISHED FLOOR LEVEL FGH -FINISHED CEILING HEIGHT NGL -NATURAL GROUND LEVEL OG - ON CENTER OTB -OPEN TO BELOW PL -PROPERTI' LINE RO -ROUGH OPENING RRH -ROOF RIDGE HEIGHT I SCOPE OF UJORK -UNFINISHED BASEMENT REMODEL TO FINISHED 2 BEDROOM � BATHROOM � EGRESS WINDOWS. -UPDATE WINDOWS TO GORE INSIDE THE HOUSE, SEE PLANS -FINISHED ATTIC BATHROOM REFURBISHED . DI�ERRED SU�M1���4LS Tl-IE FOLLOWING ITEMS MAY BE DIFFERED FROM INITIAL SUBMITTAL, AND SUBMITTED ANY TIME PROIR TO FINAL INSPEGTION� Pi�OJEGt �E�4M ARGHITEGTURAL� STRUGTURAL� MEGHANIGAL� PLUMBING ELEGTRIGAL EASTSIDE DESIGN STUDIO PETER BLAKELY P.E. N/A N/A N/A HOUSE REMODEL 5���4� ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE 2�305 907H AVE UJ , EDMONDS, UJA, 9882ro OBTAIN ELECTRICAL PERMIT FROM STATE LABOR &INDUSTRIES City Of Edmonds Building Department Work REMODEL Address 24305 90TH AVE W Owner SEFARIAN Approved Date 7/06/2020 Building Official Permit Number BLD2020-0473 CITY OF EDMONDS BUILDING DIVISION APPROVED PLAN APPROVED RESUB PLANS MUST BE Jun 182020 CITY OF EDMONDS DEVELOPMENT SERVICES O N JOB SITE DEPARTMENT PROPERTI' INFO LEGAL DESGRIPTION� SNO KING HOMES BLK 888 D-88 -LOT 4 PROPERTY INFO PARCEL 885�9688888488 PRESENT USE SINGLE FAMILY JURISDIGTION� SNOHOMISH COUNTY TAX PAYER NAME�MARG E. SEFARIAN ADDRESS 24385 98TH AVE W ,EDMONDS, WA, 9882�0 APPRAISED VALUE � 394,388 LOT AREA 8.28 AG - 8,712 SF2 �4PPi�O�ED S�A1`♦IP SEAL REV DESCRIPTION DATE 01 AS -BUILT 0�0/10 THE DRAWINGS, ARRENCsEMENTS, ANNOTATIONS AND CsRAPHIGAL PRESENTATIONS ON THIS DOCUMENT ARE THE PROPERTYOF ROBERTO SMITH MAG DONALD— EASTSIDEDESIGNSTUDIO WHO RETAINS OWNERSHIP AND AUTHORSHIP OF THIS DOCUMENT IN IT"S ENTIRETY THIS DOCUMENT IS AN INSTRUMENT OF SERVICE AND IS 7HE INTELLECTUAL AND PHYSICAL PROPERTY OF ROBERTO SMITH MAG DONALD AUTHORIZED USE OF THIS DRAWINCs IS CsRANTED SOLY FOR THE PURPOSE OF THIS SPECIFIC PROJECT AND LOCATION AND N07 CONSTRUCTION OR USE FOR ANY OTHER PROJECT. COPYRIGHT 2018 — ROBERTO SMITH MAG DONALD F 0 O 0 �- z N m Ll w m U�, ^_ o � � CV � � !� � � I Q m � � Z � (�� V/ ^ � N o v �V z U � � n� � � � 1--1 � .Z m � w z m � � � � � Q 4 U �� � � }- �� � n m � � � � J ,,�-- � m °��' m 0 � � � m m �_ (r � � � Q � Zz � � _ � � � w � Q� � z � � � � � � � � ^� �� � 1--1 � Cn�'cvl.0 PROJECT R-2828-814 DATE 86/12/2828 DRAWN RSM SCALE 1 �= 1 /�'� ISSUED FOR �UILDINC� PERMIrs SHEET TITLE INDEx GORE ANAL`I'SIS �IGINIr�r MAP SHEET Inc 2015 cOD� NOr�S I R G 2 0 1 5 G O D E N O T E S R30�.1 MINIMUM AREA HABITABLE ROOMS SHALL HAVE A FLOOR AREA OF NOT LESS THAN �0 SQUARE FEET (6.5 M2). EXCEPTION KITCHENS. R 3 0� 2 M I N I M U M D I M E N S I O N S HABITABLE ROOMS SHALL BE NOT LESS THAN 7 FEET (213� MM) I N A N Y H O R I Z O N T A L D I M E N S I O N. E X C E P T I O N � K I T G H E N S R30�.3 HEIGHT EFFECT ON ROOM AREA PORTIONS OF A ROOM WITH A SLOPING CEILING MEASURING LESS THAN 5 FEET C152� MM) OR A FURRED CEILING MEASURING LESS THAN l FEET C2134 MM) FROM THE FINISHED FLOOR TO THE FINISHED CEILING SHALL NOT BE CONSIDERED AS CONTRIBUTING TO THE MINIMUM REQUIRED HABITABLE AREA F O R T H A T R O O M R 3 0 5 1 M I N I M U M H E I G H T HABITABLE SPACE, HALLWAYS AND PORTIONS OF BASEMENTS CONTAINING THESE SPACES SHALL HAVE A CEILING HEIGHT OF NOT LESS THAN � FEET (213� MM). BATHROOMS, TOILET ROOMS AND LAUNDRY ROOMS SHALL HAVE A CEILING HEIGHT OF NOT LESS THAN 6 FEET 8 INCHES C2032 MM). E X C E P T I O N S 1. FOR ROOMS WITH SLOPED CEILINGS, THE REQUIRED FLOOR AREA OF THE ROOM SHALL HAVE A CEILING HEIGHT OF NOT LESS THAN 5 FEET (1524 MM) AND NOT LESS THAN 50 PERCENT OF THE REQUIRED FLOOR AREA SHALL HAVE A CEILING HEIGHT OF NOT LESS THAN � FEET C213� MM). 2. THE CEILING HEIGHT ABOVE BATHROOM AND TOILET ROOM FIXTURES SHALL BE SUCH THAT THE FIXTURE IS CAPABLE OF BEING USED FOR ITS INTENDED PURPOSE. A SHOWER OR TUB EQUIPPED WITH A SHOWERHEAD SHALL NAVE A CEILING HEIGHT OF NOT LESS THAN 6 FEET 8 INCHES C2032 MM) ABOVE AN AREA OF NOT LESS THAN 30 INCHES Cl�o2 MM) BY 30 INCHES (7ro2 MM) AT THE SHOWERHEAD. 3. BEAMS, GIRDERS, DUCTS OR OTHER OBSTRUCTIONS IN BASEMENTS CONTAINING HABITABLE SPACE SHALL BE PERMITTED TO PROJECT TO WITHIN (o FEET 4 INCHES C1931 MM) O F T H E F I N I S H E D F L O O R S E C T I O N R 3 0 6 S A N I T A T I O N R 3 0 6 1 T O I L E T F A C I L I T I E S EVERY DWELLING UNIT SHALL BE PROVIDED WITH A WATER CLOSET, LAVATORY, AND A BATHTUB OR SHOWER. R 3 0 (o 2 K I T G H E N EACH DWELLING UNIT SHALL BE PROVIDED WITH A KITCHEN AREA AND EVERY KITCHEN AREA SHALL BE PROVIDED WITH A S I N K R 3 0 6 3 S E W A G E D I S P O S A L PLUMBING FIXTURES SHALL BE CONNECTED TO A SANITARY SEWER OR TO AN APPROVED PRIVATE SEWAGE DISPOSAL S Y S T E M R 3 0 6. 4 WATER SUPPLY T O FIXTURE S PLUMBING FIXTURES SHALL BE CONNECTED TO AN APPROVED WATER SUPPLY. KITCHEN SINKS, LAVATORIES, BATHTUBS, SHOWERS, BIDETS, LAUNDRY TUBS AND WASHING MACHINE OUTLETS SHALL BE PROVIDED WITH HOT AND GOLD WATER. SECTION R30� TOILET, BATH AND SHOWER SPACES R 3 0� 1 S P A C E R E Q U I R E D FIXTURES SHALL BE SPACED IN ACCORDANCE WITH FIGURE R30�.1, AND IN ACCORDANCE WITH THE REQUIREMENTS OF THE STATE PLUMBING CODE SECTION �02.5. R310.1 EMERGENCY ESCAPE AND RESCUE OPENING REQUIRED BASEMENTS, HABITABLE ATTICS AND EVERY SLEEPING ROOM SHALL HAVE NOT LESS THAN ONE OPERABLE EMERGENCY ESCAPE AND RESCUE OPENING. WHERE BASEMENTS CONTAIN ONE OR MORE SLEEPING ROOMS, AN EMERGENCY ESCAPE AND RESCUE OPENING SHALL BE REQUIRED IN EACH SLEEPING ROOM. EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL OPEN DIRECTLY INTO A PUBLIC WAY, OR TO A YARD OR COURT THAT OPENS TO A PUBLIC WAY. R310.2 EMERGENCY ESCAPE AND RESCUE OPENINGS EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL HAVE MINIMUM DIMENSIONS AS SPECIFIED IN THIS SECTION. R 3 1 0 2 1 M I N I M U M O P E N I N G EMERGENCY AND ESCAPE RESCUE OPENINGS SHALL HAVE A NET CLEAR OPENING OF NOT LESS THAN 5.� SQUARE FEET C0.530 M2). THE NET CLEAR OPENING DIMENSIONS REQUIRED BY THIS SECTION SHALL BE OBTAINED BY THE NORMAL OPERATION OF THE EMERGENCY ESCAPE AND RESCUE OPENING FROM THE INSIDE. THE NET CLEAR HEIGHT OPENING SHALL BE NOT LESS THAN 2� INCHES C610 MM) AND THE NET CLEAR WIDTH SHALL BE NOT LESS THAN 20 INCHES C508 MM). EXGEPTION� GRADE FLOOR OR BELOW GRADE OPENINGS SHALL NAVE A NET CLEAR OPENING OF NOT LESS THAN 5 S Q U A R E F E E T C 0 4 6 5 M 2). R 3 1 0 2 2 W I N D O W S I L L H E I G H T WHERE A WINDOW IS PROVIDED AS THE EMERGENCY ESCAPE AND RESCUE OPENING, IT SHALL HAVE A SILL HEIGHT OF NOT MORE THAN �� INCHES C1118 MM) ABOVE THE FLOOR% WHERE THE SILL HEIGHT IS BELOW GRADE, IT SHALL BE PROVIDED WITH A WINDOW WELL IN ACCORDANCE WITH SECTION R310.2.3. R 3 1 0 5 D W E L L I N G A D D I T I O N S WHERE DWELLING ADDITIONS OGGUR THAT CONTAIN SLEEPING ROOMS, AN EMERGENCY ESCAPE AND RESCUE OPENING SHALL BE PROVIDED IN EACH NEW SLEEPING ROOM. WHERE DWELLING ADDITIONS OCCUR THAT HAVE BASEMENTS, AN EMERGENCY ESCAPE AND RESCUE OPENING SHALL BE PROVIDED IN THE NEW BASEMENT. SECTION R311 MEANS OF E G R E S S IRG 2015 GODS NOTES R 3 1 1 1 M E A N S O F E G R E S S DWELLINGS SHALL BE PROVIDED WITH A MEANS OF EGRESS IN ACCORDANCE WITH THIS SECTION. THE MEANS OF EGRESS SHALL PROVIDE A CONTINUOUS AND UNOBSTRUCTED PATH OF VERTICAL AND HORIZONTAL EGRESS TRAVEL FROM ALL PORTIONS OF THE DWELLING TO THE REQUIRED EGRESS DOOR WITHOUT REQUIRING TRAVEL THROUGH A GARAGE. THE REQUIRED EGRESS DOOR SHALL OPEN DIRECTLY INTO A PUBLIC WAY OR TO A YARD OR COURT THAT OPENS TO A P U B L I C W A Y R 3 1 1 2 E G R E S S D O O R NOT LESS THAN ONE EGRESS DOOR SHALL BE PROVIDED FOR EACH DWELLING UNIT. THE EGRESS DOOR SHALL BE SIDE -HINGED, AND SHALL PROVIDE A CLEAR WIDTH OF NOT LESS THAN 32 INCHES C813 MM) WHERE MEASURED BETWEEN THE FACE OF THE DOOR AND THE STOP, WITH THE DOOR OPEN 90 DEGREES C1.5� RAD). THE CLEAR HEIGHT OF THE DOOR OPENING SHALL BE NOT LESS THAN �8 INCHES (1981 MM) IN HEIGHT MEASURED FROM THE TOP OF THE THRESHOLD TO THE BOTTOM OF THE STOP. OTHER DOORS SHALL NOT BE REQUIRED TO COMPLY WITH THESE MINIMUM DIMENSIONS. EGRESS DOORS SHALL BE READILY OPENABLE FROM INSIDE THE DWELLING WITHOUT THE USE OF A KEY OR SPECIAL K N O W L E D G E O R E F F O R T R311.3 FLOORS AND LANDINGS AT EXTERIOR DOORS THERE SHALL BE A LANDING OR FLOOR ON EACH SIDE OF EACH EXTERIOR DOOR. THE WIDTH OF EACH LANDING SHALL BE NOT LESS THAN THE DOOR SERVED. EVERY LANDING SHALL NAVE A DIMENSION OF NOT LESS THAN 36 INCHES (91� MM) MEASURED IN THE DIRECTION OF TRAVEL. THE SLOPE AT EXTERIOR LANDINGS SHALL NOT EXCEED 1/� UNIT VERTICAL IN 1 2 UNITS HORIZONTAL C 2 PERCENT) . R 3 1 1 5 C O N S T R U C T I O N R 3 1 1 5 1 A T T A C H M E N T EXTERIOR LANDINGS, DECKS, BALCONIES, STAIRS AND SIMILAR FACILITIES SHALL BE POSITIVELY ANCHORED TO THE PRIMARY STRUCTURE TO RESIST BOTH VERTICAL AND LATERAL FORGES OR SHALL BE DESIGNED TO BE SELF-SUPPORTING. ATTACHMENT SHALL NOT BE ACCOMPLISHED BY USE OF TOENAILS OR NAILS SUBJECT TO WITHDRAWAL. R 3 1 1 �o H A L L W A Y S THE WIDTH OF A HALLWAY SHALL BE NOT LESS THAN 3 FEET C 9 1 � M M ) S E C T I O N R 3 1 4 S M O K E A L A R M S R 3 1 � 1 G E N E R A L SMOKE ALARMS SHALL COMPLY WITH NFPA l2 AND SECTION R 3 1 � R 3 1 � 1 1 L I S T I N G S SMOKE ALARMS SHALL BE LISTED IN ACCORDANCE WITH UL 211. COMBINATION SMOKE AND CARBON MONOXIDE ALARMS SHALL BE LISTED IN ACCORDANCE WITH UL 21 � AND UL 2034. R 3 1 � 2 W H E R E R E Q U I R E D SMOKE ALARMS SHALL BE PROVIDED IN ACCORDANCE WITH T H I S S E C T I O N R 3 1 4 2 1 N E W C O N S T R U C T I O N SMOKE ALARMS SHALL BE PROVIDED IN DWELLING UNITS. R31 �.2.2 ALTERATIONS, REPAIRS AND ADDITIONS S T A T E A M E N D M E N T WHERE ALTERATIONS, REPAIRS OR ADDITIONS REQUIRING A PERMIT OCCUR, OR WHERE ONE OR MORE SLEEPING ROOMS ARE ADDED OR CREATED IN EXISTING DWELLINGS, THE INDIVIDUAL DWELLING UNIT SHALL BE EQUIPPED WITH SMOKE ALARMS AS REQUIRED FOR NEW DWELLINGS. SMOKE ALARMS SHALL BE INSTALLED IN THE FOLLOWING L O G A T I O N S I N E A C H S L E E P I N G R O O M. OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE V I C I N I T Y O F T H E B E D R O O M S. ON EACH ADDITIONAL STORY OF THE DWELLING, INCLUDING BASEMENTS AND HABITABLE ATTICS BUT NOT INCLUDING CRAWL SPACES AND UNINHABITABLE ATTICS. IN DWELLINGS OR DWELLING UNITS WITH SPLIT LEVELS AND WITHOUT AN INTERVENING DOOR BETWEEN THE ADJACENT LEVELS, A SMOKE ALARM INSTALLED ON THE UPPER LEVEL SHALL SUFFICE FOR THE ADJACENT LOWER LEVEL PROVIDED THAT THE LOWER LEVEL IS LESS THAN ONE FULL STORY BELOW THE U P P E R L E V E L SMOKE ALARMS SHALL BE INSTALLED NOT LESS THAN 3 FEET C914 MM) HORIZONTALLY FROM THE DOOR OR OPENING OF A BATHROOM THAT CONTAINS A BATHTUB OR SHOWER UNLESS THIS WOULD PREVENT PLACEMENT OF A SMOKE ALARM R E Q U I R E D B Y S E C T I O N R 3 1� 3. R 3 1 4 5 C O M B I N A T I O N A L A R M S COMBINATION SMOKE AND CARBON MONOXIDE ALARMS SHALL BE PERMITTED TO BE USED IN LIEU OF SMOKE ALARMS. R 3 1 � ,'o P O W E R S O U R C E SMOKE ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHERE SUCH WIRING IS SERVED FROM A COMMERCIAL SOURCE AND, WHERE PRIMARY POWER IS INTERRUPTED, SHALL RECEIVE POWER FROM A BATTERY. WIRING SHALL BE PERMANENT AND WITHOUT A DISCONNECTING SWITCH OTHER THAN THOSE REQUIRED FOR OVERCURRENT P R O T E G T I O N E X C E P T I O N S 1. SMOKE ALARMS SHALL BE PERMITTED TO BE BATTERY OPERATED WHERE INSTALLED IN BUILDINGS WITHOUT G O M M E R G I A L P O W E R 2. SMOKE ALARMS INSTALLED IN ACCORDANCE WITH SECTION R314.2.2 SHALL BE PERMITTED TO BE BATTERY P O W E R E D I �c 2015 cOD� NOr�S I R G 2 0 1 5 G O D E N 0 7 E S W A L L F R A M I N G � B R A C I N G 1.WALL STUDS SHALL BE CAPPED WITH A DOUBLE TOP PLATE EQUAL TO THE WIDTH OF THE STUDS AND OVERLAPPING AT CORNERS. END JOINTS IN TOP PLATES SHALL BE O F F S E T 2 � M I N I M U M 2.BUILDING PAPER, OR 15# ROOFING, SHALL BE APPLIED OVER SHEATING HORIZONTALLY WITH ,'o" MIN. LAP. 3. IF GYPSUM WALLBOARD IS USED AS AN INTERIOR FINISH MATERIAL , I T SHALL B E A MINIMUM O F %" THICK C5/8" RECOMMENDED FOR CEILINGS). NOTE %" GYP. IS REQUIRED IF THE BUILDING IS ATTACHED TO A D W E L L I N G �. INSTALL FLASHING AT ALL EXTERIOR WINDOW AND DOOR O P E N I N G S R O O F F R A M I N G � G O Y E R I N G 1. ROOF RAFTERS AND CEILING JOISTS SHALL BE SIZED AND SPACED ACCORDING TO TABLES R802.�C1) � R802C2). RIDGE BOARDS SHALL NOT BE LESS THAN ONE -INCH NOMINAL THICKNESS AND NOT LESS IN DEPTH THAN THE CUT END OF T H E R A F T E R 2. TRUSSES SHALL BE CONNECTED TO THE TOP PLATE WITH METAL TRUSS CLIPS, SUCH AS SIMPSON H2.5 OR USP RTC 3. TRUSS ENGINEERING MUST BE ON THE JOB SITE AT FRAMING INSPECTION% NO STORAGE OR ATTIC TRUSSES PERMITTED. �. ROOF SHEATHING SHALL BE A MINIMUMS/1 �o" OSB OR 15/32" CDX PLYWOOD. THE SHEATING SHALL BE NAILED TO THE RAFTERS OR TRUSSES WITH SD NAILS @ �o" O.C. MAX AT THE EDGES 1 2 O C MAX FIELD . 5. FOR ROOFS SLOPED 2�12 TO ��12 USE TWO LAYERS OF 15# FELT UNDERLAYMENT% INSTALL A 19" STRIP AT EAVE, THEN 3ro" STRIPS WITH A 19" LAP. 6. WHERE A CEILING FINISH IS INSTALLED (TYPICALLY GYPSUM WALLBOARD) THE ATTIC AREA MUST BE VENTILATED WITH SCREENED VENTS CBIRD BLOCK) AT THE EAVE, AND ROOF VENTS AT THE RIDGE. THE MINIMUM AREA OF VENTILATION SHALL BE 1 SQUARE FOOT OF OPENING TO 300 SQUARE FEET OF ATTIC AREA, WITH ONE-HALF OF THE VENT AREA AT THE EAVE AND ONE HALF NEAR THE RIDGE OR TOP OF THE GABLE END. IF THE ATTIC IS MORE THAN 30 INCHES HIGH AT THE RIDGE, A MINIMUM 22"X 30" ATTIC ACCESS IS REQUIRED. 1 A 2 5 G lJ A R D S ( R A I L I N G S) A. REQUIRED LOGA710N8: OPEN SIDED WALKING SURFACES LOCATED MORE THAN 30 INCHES ABOVE THE FLOOR OR GRADE BELOW AT ANY POINT WITHIN 3�o INCHES HORIZONTALLY FROM THE EDGE OF THE WALKING SURFACE SHALL HAVE GUARDS NOT LESS THAN 36 INCHES IN HEIGHT ABOVE THE ADJACENT FIXED SEATING OR WALKING SURFACE. OPEN SIDES OF STAIRS WITH A TOTAL RISE OF MORE THAN 30 INCHES ABOVE THE FLOOR OR GRADE BELOW SHALL HAVE GUARDS NOT LESS THAN 3� INCHES IN HEIGHT MEASURED VERTICALLY FROM THE NOSING O F THE TREADS . 8311.Z.� D. HANDRAILS HANDRAILS SHALL BE PROVIDED ON AT LEAST ONE SIDE OF EACH CONTINUOUS RUN OF TREADS OR FLIGHT WITH FOUR O R MORE RISERS . R311.i.8 HANDRAIL HEIGHT, MEASURED VERTICALLY FROM THE SLOPED PLANE ADJOINING THE TREAD NOSING, OR FINISH SURFACE OF RAMP SLOPE, SHALL BE NOT LESS THAN 3� INCHES AND NOT MORE THAN 38 INCHES. R311.7.8.1 GONTINIJI7Y. HANDRAILS FOR STAIRWAYS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT, FROM A POINT DIRECTLY ABOVE THE TOP RISER OF THE FLIGHT TO A POINT DIRECTLY ABOVE THE LOWEST RISER OF THE FLIGHT. HANDRAIL ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL POSTS OR SAFETY TERMINALS. HANDRAILS ADJACENT TO A WALL SHALL HAVE A SPACE OF NOT LESS THAN 1% INCH BETWEEN THE WALL AND THE HANDRAILS. R311.�.8.2 EXGEP710NS� 1.HANDRAILS SHALL BE PERMITTED TO BE INTERRUPTED BY A NEWEL POST AT THE TURN% 2.THE USE OF A VOLUTE, TURNOUT, STARTING EASING OR STARTING NEWEL SHALL BE ALLOWED OVER THE LOWEST TREAD. HANDRAIL GRIP SIZE ALL REQUIRED HANDRAILS SHALL BE OF ONE OF THE FOLLOWING TYPES OR PROVIDE EQUIVALENT G R A S P A B I L I T Y 8 3 1 1 l 8 3 S E C T I O N M 1 5 0 1 G E N E R A L M150�.4.1 LOCAL EXHAUST FANS STATE AMENDMENT EXHAUST FANS PROVIDING LOCAL EXHAUST SHALL NAVE A MINIMUM FAN FLOW RATING NOT LESS THAN 50 CFM AT 0.25 INCHES WATER GAUGE FOR BATHROOMS, LAUNDRIES, OR SIMILAR ROOMS AND 100 CFM AT 0.25 INCHES WATER GAUGE FOR KITCHENS. MANUFAGTURERS� FAN FLOW RATINGS SHALL BE DETERMINED AS PER HVI 91 �o (APRIL 1995) OR AMCA 210. SEC T I O N R 5 0� E X T E R I O R DECK S R 5 0 7 1 D E G K S WOOD -FRAMED DECKS SHALL BE IN ACCORDANCE WITH THIS SECTION OR SECTION R301 FOR MATERIALS AND CONDITIONS NOT PRESCRIBED HEREIN. WHERE SUPPORTED BY ATTACHMENT TO AN EXTERIOR WALL, DECKS SHALL BE POSITIVELY ANCHORED TO THE PRIMARY STRUCTURE AND DESIGNED FOR BOTH VERTICAL AND LATERAL LOADS. SUCH ATTACHMENT SHALL NOT BE ACCOMPLISHED BY THE USE OF TOENAILS OR NAILS SUBJECT TO WITHDRAWAL. WHERE POSITIVE CONNECTION TO THE PRIMARY BUILDING STRUCTURE CANNOT BE VERIFIED DURING INSPECTION, DECKS SHALL BE SELF-SUPPORTING. FOR DECKS WITH CANTILEVERED FRAMING MEMBERS CONNECTIONS TO EXTERIOR WALLS OR OTHER FRAMING MEMBERS SHALL BE DESIGNED AND CONSTRUCTED TO RESIST UPLIFT RESULTING FROM THE FULL LIVE LOAD SPECIFIED IN TABLE R301.5 ACTING ON THE CANTILEVERED P O R T I O N O F T H E D E C K AC����M�Nr NOr�S 1. LICENSE. 2. WHEN SMD BEM CONSULTING LLG PROVIDES YOU WITH PURCHASED PLANS YOU ARE THEREBY GRANTED, SUBJECT TO THESE TERMS AND, IF APPLICABLE, ANY DESIGNER AGREEMENT, A LIMITED, NON-EXCLUSIVE LICENSE ("LICENSE") TO USE THE PLANS TO BUILD THE STRUCTURE DEPICTED IN THE PLANS (THE "PROJECT") ONE TIME AND ONE TIME ONLY% AND TO MODIFY AND REPRODUCE THE PLANS SOLELY TO THE EXTENT REQUIRED FOR PURPOSES OF SATISFYING POUR SPEGIFIG NEEDS AND/OR TO MEET THE REQUIREMENTS OF POUR SPEGIFIG STATE AND LOCAL BUILDING CODES, ORDINANCES OR REGULATIONS IN COMPLETING THE PROJECT. IN ADDITION TO ANY OTHER REQUIREMENTS SET FORTH IN THESE TERMS AND, IF APPLICABLE, ANY DESIGNER AGREEMENT, YOU AGREE TO COMPLY WITH THE FOLLOWING RESTRICTIONS, REQUIREMENTS AND CONDITIONS TO WHICH THE LICENSE IS SUBJEGT� A.YOU MAY NOT ASSIGN, SUBLICENSE OR TRANSFER THE LICENSE. B. YOU MAY NOT RE -USE THE PLANS (E.G., FOR BUILDING ANY ADDITIONAL HOME(S)), WITHOUT THE PRIOR WRITTEN CONSENT OF SMD BEM CONSULTING LLG, WHICH CONSENT SHALL REQUIRE PAYMENT OF A RE -USE FEE AND MAY BE SUBJECT TO ADDITIONAL CONDITIONS, AS SPECIFIED BY SMD BEM CONSULTING LLG. G.YOU SHALL NOT, AND SHALL NOT AUTHORIZE OR PERMIT ANYONE ELSE TO, SELL, REDISTRIBUTE OR PUBLISH THE PLANS, OR OTHERWISE DISCLOSE THE PLANS TO ANYONE OTHER THAN CONTRACTORS, CONSULTANTS, LENDERS OR GOVERNMENTAL AGENCIES ON A "NEED TO KNOW" BASIS AS REASONABLY REQUIRED FOR THE PURPOSE OF BUILDING A SINGLE HOME OR REMODEL SUBJECT TO THE LICENSE. D. YOU MAY NOT CREATE DERIVATIVE WORKS BASED ON THE PLANS OTHER THAN SUCH MODIFICATIONS AS MAY BE REQUIRED FOR YOUR OWN USE IN BUILDING A SINGLE HOME IN ACCORDANCE HEREWITH. E. YOU AGREE THAT YOU WILL HAVE THE PLANS REVIEWED AND APPROVED BY A LOCAL PROFESSIONAL DESIGNER OR ENGINEER BEFORE THE START OF ANY CONSTRUCTION. F. YOU AGREE THAT YOU WILL MAINTAIN, AND WILL CAUSE YOUR BUILDER AND OTHER CONTRACTORS INVOLVED IN THE PROJECT TO MAINTAIN, SUFFICIENT LIABILITY AND OTHER INSURANCE COVERAGES WITH INSURANCE COMPANIES LICENSED IN THE APPLICABLE LOCATIONS, AS REQUIRED TO COVER ALL OF YOUR OBLIGATIONS UNDER THESE TERMS AND APPLICABLE LAWS. 1. BUILDER'S RESPONSIBILITIES. YOU ACKNOWLEDGE AND AGREE THAT CI) THE FOLLOWING ITEMS ARE YOUR BUILDERS AND YOUR RESPONSIBILITIES% (II) YOU WILL USE YOUR BEST EFFORTS TO CAUSE YOUR BUILDER TO FULFILL SUCH RESPONSIBILITIES% AND (III) SMD BEM CONSULTING LLG AND ITS DESIGNERS SHALL HAVE NO RESPONSIBILITY OR LIABILITY WITH RESPECT TO SUCH ITEMS A.THE BUILDER IS RESPONSIBLE FOR ASSURING THAT ALL WORK IS IN ACCORDANCE WITH THE LATEST EDITION OF ALL APPLICABLE NATIONAL, STATE, AND LOCAL BUILDING CODES, CONSTRUCTION INDUSTRY STANDARDS AND OTHER APPLICABLE LAWS. B. THE BUILDER IS RESPONSIBLE FOR OBTAINING THE REQUIRED PERMITS AND INSPECTIONS FROM LOCAL GOVERNMENTAL AGENCIES. G.THE BUILDER IS RESPONSIBLE FOR CHECKING THE PLANS PRIOR TO CONSTRUCTION TO VERIFY ALL DIMENSIONS AND DETAILS FOR OVERALL ACCURACY APPROPRIATE TO THE LOCAL CONDITIONS. D. THE BUILDER IS RESPONSIBLE FOR WORKING WITH YOU ON DECISIONS FOR THE FINAL SELECTION OF MATERIALS SUCH AS MASONRY, FLOOR JOISTS, LUMBER, STRUCTURAL MEMBERS, CONSTRUCTION PANELS, ROOFING, ETC., ALL OF WHICH GAN GREATS VARIATIONS IN DIMENSION AND DETAILS. E. THE BUILDER IS RESPONSIBLE FOR PROVIDING STANDARD CONSTRUCTION DETAILS AND PRACTICES WHICH WILL RESULT IN A STRUCTURALLY SOUND AND WEATHERPROOF FINISHED PRODUCT. F. THE BUILDER IS RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, SEQUENCING, TECHNIQUES, AND SAFETY ON THE JOB SITE OF CONSTRUCTION WORKERS AND THIRD PARTIES. G. THE BUILDER IS RESPONSIBLE FOR ASSURING THAT ALL MATERIALS, EQUIPMENT AND COMPONENTS ARE NEW AND OF GOOD QUALITY. H. THE BUILDER IS RESPONSIBLE FOR ASSURING THAT ALL MANUFACTURED ARTICLES, MATERIAL, AND EQUIPMENT ARE APPLIED, INSTALLED, CONNECTED, ERECTED, USED, GLEANED, ADJUSTED, OPERATED AND CONDITIONED AS DIRECTED BY THE MANUFACTURERS. THE BUILDER MUST FOLLOW ALL INSTRUCTION TO SUSTAIN AND PRESERVE ALL EXPRESSED OR IMPLIED WARRANTIES AND GUARANTEES. IT IS THE RESPONSIBILITY OF THE BUILDER TO ASSURE THAT ALL MATERIALS, EQUIPMENT AND COMPONENTS ARE NEW AND OF GOOD QUALITY. 2. THE PLANS DO NOT HAVE AN ARCHITECTURAL OR ENGINEERING SIGNATURE, SEAL AND/OR STAMP. THE OWNER AGREES TO CONSULT THE LOCAL BUILDING OFFICIAL WHO GAN TELL YOU IF A REVIEW OF THE PLANS BY A LICENSED DESIGNER OR ENGINEER IS REQUIRED PRIOR TO SUBMISSION OF THE PLANS FOR A BUILDING PERMIT. IN ADDITION, THE OWNER MAY NEED TO OBTAIN PERMITS OR INSPECTIONS FROM LOCAL GOVERNMENTS BEFORE AND IN THE COURSE OF CONSTRUCTION. RESUB Jun 18 2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT �4i�Pi�O��D SrA1`�li� SEAL REV DESCRIPTION DATE 01 AS -BUILT 0�0/10 THE DRAWINGS, ARRENGEMENTS, ANNOTATIONS AND GRAPHICAL PRESENTATIONS ON THIS DOCUMENT ARE THE PROPERTYOF ROBERTO SMITH MAG DONALD- EASTSIDEDESIGNSTUDIO WHO RETAINS OWNERSHIP AND AUTHORSHIP OF THIS DOCUMENT IN IT"S ENTIRETY THIS DOCUMENT IS AN INSTRUMENT OF SERVICE AND IS 7HE INTELLECTUAL AND PHYSICAL PROPERTY OF ROBERTO SMITH MAG DONALD AUTHORIZED USE OF THIS DRAWING IS GRANTED SOLY FOR THE PURPOSE OF THIS SPECIFIC PROJECT AND LOCATION AND N07 CONSTRUCTION OR USE FOR ANY OTHER PROJECT. COPYRIGHT 2018 - ROBERTO SMITH MAG DONALD O U O �- z w m w m U�, ^_ o � -! � � � CV !� � Q m ., �-- w z m � ,� � N v � �V z U � � n� � � � 1--1 � .Z m � w z m � � � � � Q 4 U �� � w � �-- �� � n m � � � � J ,,�-- � m °��' m 0 � � � m !D �_ (r � � � Q � Z � � z � O � � �- � - � n�n// � L� � ^^� Q Z � � � Z � � � � � ^� �� � l--1 � Cn�'cvl.0 PROJECT R-2020-014 DATE 06/12/2020 DRAWN RSM SCALE 1'= 1 /�" ISSUED FOR �UILDINC� P��Mlrs SHEET TITLE INDEx cODE ANAL`i'SIS �ICINIr�r MAP SHEET 3 AI 03 3 A103 1 _ F AI 05 2 AI 03 7� 1 AI05 - F 2 AI 03 5�- 9� iQif� 2 AI 05 I 2 AI 05 1 AI 03 ��4s�M�NT �4s-�uILT 1 /��� = 1 �—"0�� 3 AI 03 2 AI 05 �,A' 2 AI 05 1 AI 03 2ND �LOOi� ,4s-QUILT 25>'—roe" _ � _ 1 AI 05 1 - - - - A105 �' 1 _ _ AI05 F 2 AI 03 L-------------------------- I I I I I I I I I I I 1 I A103 I I I I I I I I I I L J 1ST �LOOi�' As -QUILT A105 I RESUB Jun 18 2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 1 - - AI05 5,_g„ 4 A103 C��N���4L NOT�s 1. ALL THE DIMENSIONS IN THIS SET OF PLANS SHALL BE CHECKED ON SITE Bl' GENERAL CONTRACTOR. 2. A SET OF APPROVED PLANS SHALL BE KEPT ON SITE DURING CONSTRUCTION AT ALL SITES. 3. ALL CHANGES TO APPROVED PLANS SHALL BE NOTICED TO THE DEPARTMENT OF PERMITTING AND ENVIRONMENTAL REVIEW AND ARE RESPONSIBILITI' OF OWNER OR G.G. / PERMIT HOLDER . �. THIS IS PERMIT SET WITH ENOUGH INFORMATION FOR A BASIC CONSTRUCTION BID ASSUMING BUILDER GRADE QUALITI' MATERIALS. 5.THE PLANS DO NOT HAVE AN ARCHITECTURAL OR ENGINEERING SIGNATURE, SEAL AND/OR STAMP. THE OWNER AGREES TO CONSULT THE LOCAL BUILDING OFFICIAL WHO CAN TELL 1'OU IF A REVIEW OF THE PLANS B1' A LICENSED ENGINEER IS REQUIRED PRIOR TO SUBMISSION OF THE PLANS FOR A BUILDING PERMIT. IN ADDITION, THE OWNER MAl' NEED TO OBTAIN PERMITS OR INSPECTIONS FROM LOCAL GOVERNMENTS BEFORE AND IN THE COURSE OF CONSTRUCTION. �o. ALL PERMITS SHALL BE KEPT AT JOB SITE AT ALL TIMES. THE BUILDING PERMIT IS RESPONSIBILITI' OF OWNER/G.G. OR PERMIT HOLDER. THE OWNER/PERMIT HOLDER IS ALSO RESPONSIBLE FOR PERMITS INVOLVING THE FOLLOWING TRADES ELECTRICAL, PLUMBING, MECHANICAL, SPECIAL TRADES. �. IF AN ENGINEERED ROOF FRAMING LAYOUT IS PROVIDED B1' THE LUMBER SUPPLIER IT SHALL BE THE BUILDER'S RESPONSIBILITI' TO USE THE SUPPLIER ENGINEERED ROOF FRAMING PLAN. 8. ABBREVIATIONS BP -BOTTOM PLATE FFE -FINISHED FLOOR ELEVATION FGH -FINISHED CEILING HEIGHT NGL -NATURAL GROUND LEVEL TP -TOP PLATE 9.HEADER HEIGHT IS 82" ROUGH OPENING ABOVE FFE. IN EACH LEVEL REVIEW HEADERS ON SITE WITH G.C. 18.ALL WINDOW � DOOR ROUGH OPENINGS DIMENSIONS ARE ON CENTER (O.G.) 11. PRIOR TO AN1' DEMOLITION REVIEW DEMOLITION SCHEDULE, REVIEW BEARING WALLS, IF PLANS CALL FOR DEMOLITION OF BEARING WALLS GHEGK FOR AN1' SHORING INSTRUCTIONS Bl' ENGINEER. ALWAI'S USE DF #2 4X4 STUDS FOR SHORING STRUCTURES. 12. ON GROUNDWORK GHEGK WITH 811 PRIOR TO DOING ANl' DIGGING. DESIGNATE A MATERIAL � DEBRIS AREA FOR COLLECTION OF CONSTRUCTION DEBRIS OR FOR HAUL OFF DUMPSTER. INSTALL BARRIER FENCE, ON THE SITE AROUND CONSTRUCTION PERIMETER. 13. ALL CONCRETE WORK SHALL BE DONE WITH PROPER GROUND PREPARATION AND SOIL COMPACTION ACCORDING TO ENGINEERING AND GODS COMPLIANCE. ALL FOUNDATION POUR IN PLACE CONCRETE SHALL BE A MINIMUM OF 3808 PSI. ALL GARAGE SLABS A MINIMUM OF 3808 PSI STRENGTH CONCRETE MIX 6 MIN. SLAB THICKNESS WITH %S° SLOPE TOWARDS FLOOR EXIT DRAIN. 1 �. ALL ROOF DRAINAGE SHALL BE DONE THROUGH �" FASCIA ATTACHED GUTTERS TO �" DOWNSPOUTS TO DISPERSION BLOCKS OR 6" FRENCH DRAINS IF CALLED FOR IN PLANS 15. GHEGK WITH ELECTRICAL CONTRACTOR PRIOR TO MAKING AN1' ELEGTRIGAL WORK. 16. GHEGK WITH PLUMBING CONTRACTOR PRIOR TO MAKING AN1' PLUMBING WORK. 1�. GHEGK WITH MECHANICAL CONTRACTOR PRIOR TO MAKING AN1' MECHANICAL WORK. �4PPi�O��D sTA1�P SEAL REV DESCRIPTION DATE 01 AS -BUILT 0�0/10 THE DRAWINGS, ARRENGEMENTS, ANNOTATIONS AND GRAPHICAL PRESENTATIONS ON THIS DOCUMENT ARE THE PROPERTYOF ROBERTO SMITH MAG DONALD- EASTSIDEDESIGNSTUDIO WHO RETAINS OWNERSHIP AND AUTHORSHIP OF THIS DOCUMENT IN IT"S ENTIRETY THIS DOCUMENT IS AN INSTRUMENT OF SERVICE AND IS 7HE INTELLECTUAL AND PHYSICAL PROPERTY OF ROBERTO SMITH MAG DONALD AUTHORIZED USE OF THIS DRAWING IS GRANTED SOLY FOR THE PURPOSE OF THIS SPECIFIC PROJECT AND LOCATION AND N07 CONSTRUCTION OR USE FOR ANY OTHER PROJECT. COPYRIGHT 2018 - ROBERTO SMITH MAG DONALD O u O ,7 �- z N 111 (n Ll m U �, _ o � —! �' � � CV Q i � Q m � �� z m � � � N v 0 � �V z U � n� � � � !-J � m � z � m z ui � � Q � 4 � U �� � � �� w �-- � n m � � � � J ,,�-- � m °��' m � � 0 �„�.� m m �_ N � � � � Q � Zz � � _ � � � w � QL � z � � � � � � � � m � � � Cn�'cvl.0 PROJECT R-2020-814 DATE 86/12/2828 DRAWN RSM SCALE 1'= 1 /�" ISSUED FOR �UILDINC� PEi�MITs SHEET TITLE �LOOi� PLANS As�ul�rs SHEET 3 AI 64 2 AI 05 I �,ra' 3'-5" 5' G - � �_-4�0-- -- --------c�a-- - ----------------------- 1 ----------------- 7- 1 I ______ 63ATHR0 M#2 _I________ ____ _ 1 1 AI05 _ - - - - �,�,, --F� -- - -- -- TILE - - - - (( II - - n I �,-5n AI05 AI05 2,_Su 2 AI 04 5'. 1 _ _ AI05 F 3� 9' 2 AI 04 A105 A105 A104 AI104 2 AI 05 I 3'-11" 12�-6" 4'-�" 2'-11" I 10�-3" I ------- �'�/----------- - -Ir �'�/ ---- ------------------- --------------------- `. SEE DETAIL 5-AI06 jSAF TY GLASS SAFETY GLASS 1 1 I ,�; U 1 R ; 09 Cd �3/ " 1 I SD ; BA7HRM#I I 5'-5" TILE I 1 1 1 1 p � 1 1 Q � Tv ROOM 10FANFM BEDROOM#1 J ---; -- wOc�D I WOOD I o 1 � O � I 3' �' 1 N 1 I 1 1 1 1 2-(� DR � � 1 1 , ' (K � ' 3, - �; ; N I 1 1 � � 1 1 1 ---�----------�--I----- - I _ I I I I I I L I I 00 I I I 01 I 12�-3�� _ _ 1 AI05 13 (� 15 GFM KITCHEN LIVINGROOM � � �, O O FAN wooD wooD I 13 -3 I I I I 13 I 11, �,_i„ I 1 �,-5„ sD c� r I I 06 I ------I � BREAKI=AST NOOK ___�______�_____________J WOOD 0� � �� I - I I 3-0 I I ' 3 I c---------- 04 ------ 04 ----- ----� AI05 I I I I 1+ I I , „ I I I I N I 1 I �3,45�1"«Nt Pi�OPOS�4L i AI04 �� _ 1� �, 0 1 /� - 1 -V I I I I � I I L ---J 3 AI 04 2 A105 i � G>' r 2 AI 05 1 AI 04 2ND FLOOR PROPOSAL 10 1 AI05 10 GLAZING AREA VERTICAL LUINDOUJS 2�5.90 GLASS SKYLIGHTS �8.00 T07AL GLAZING 293.90 PERCENTAGE OF FLOOR AREA TO GLAZING 293.00 SF/1,8�0 SF = 15.92 � VENTING UJINDOUJS U1INDOUJS SHALL BE EQUIPPED UJITH S.I. MINIMUM INTEGRAL VENTS FOR UJHOLE HOUSE VENTING REQUIREMENTS. SAFETY GLASS ALL UJINDOUJS UJI7HIN 18" OF THE � FLOOR OR 2�" FROM DOOR A104 SHALL HAVE SAFETY GLASS. 1ST FLOOR PROPOSAL Window, Skylight and Door Schedule 5 -9 Project Information Contact Information SEFARIAN FAMILY REMODEL ROBERT SMITH MAC DONALD 24305 90TH AVE W robmac50.rs@gmail.com EDMONDS, WA, 98026 210-897-3694 Width Height Ref. U-factor Ot. Feet Inch Feet Inch Area UA Exempt Swinging Door (24 sq. ft. max.) Exempt Glazed Fenestration (15 sq. ft. max.) Select See code text for footnote ���tical Fenestration (Windows and doors)references p ion Component Width Height Description Ref. U-factor Ot. Feet InOh Feet Inch Area UA BASEMENT -EGRESS 01 0.28 BASEMENT -PLAYROOM 02 0.28 BASEMENT -PLAYROOM 03 0.28 LIVINGROOM 04 0.28 BREAKFAST NOOK 04 0.28 ENTRANCE 05 0.28 BREAKFAST NOOK SIDE 06 0.28 KITCHEN SINK 07 0.28 LAUNDRY 08 0.28 STAIRCASE LANDING -SAFETY GLASS 09 0.28 VARIOUS ROOMS (1ST & 2ND FLOOR) 10 0.28 BATHROOM #1 11 0.28 BEDROOM # 1 -EGRESS 12 0.28 LIVINGROOM 13 0.28 2ND STORY -SAFETY 14 0.28 Overhead Glazing (Skylights) Component ©���� ����� ���©� ©©��� ©©��� ©©�� ©©�� ©�©© ©��� ©��©� ©�©� ©�©� ©�©� ©�©©� ©�©� ----- Sum of Vertical Fenestration Area and UA Vertical Fenestration Area Weighted U = UA/Area Width Height uescrlptlon Ket. u-factor 2ND STORY SKYLIGHTS 01 0.30 Ot. Feet Inch Feet Inch ©��� ����� ����� ����� ----- ----- 0.0 0.00 0.0 0.00 32.0 8.96 24.0 6.72 8.0 2.24 25.5 7.14 25.5 7.14 10.1 2.84 14.3 3.99 9.0 2.51 11.3 3.17 10.4 2.91 32.1 8.99 8.3 2.33 15.0 4.20 5.7 1.59 14.7 4.11 0.0 0.00 ��I Area UA •; 1 • •1 11 111 11 111 11 111 11 111 11 111 Sum of Overhead Glazing A���'�����'id`d � 48.0 14.40 Overhead Glazing Area Weighted 0.30 N Jun 18 2020 Total Sum of Fenestration Area and UA (for Heating system sizir}��I����s 293.9 83.25 DEPARTMENT 4 AI 04 C��N�R�4L NOTES 1. ALL THE DIMENSIONS IN THIS SE7 OF PLANS SHALL BE CHECKED ON SITE Bl' GENERAL CONTRACTOR. 2. A SET OF APPROVED PLANS SHALL BE KEPT ON SITE DURING CONSTRUCTION AT ALL SITES. 3. ALL CHANGES 70 APPROVED PLANS SHALL BE NOTICED TO THE DEPARTMENT OF PERM1771NG AND ENVIRONMENTAL REVIEW AND ARE RESPONSIBILITI' OF OWNER OR G.G. / PERMIT HOLDER . �.7HIS IS PERMIT SE7 W17H ENOUGH INFORMATION FOR A BASIC CONSTRUCTION BID ASSUMING BUILDER GRADE QUALI71' MATERIALS. 5.7HE PLANS DO N07 HAVE AN ARGHITEG7URAL OR ENGINEERING SIGNATURE, SEAL AND/OR STAMP. THE OWNER AGREES 70 CONSULT THE LOCAL BUILDING OFFICIAL WHO CAN TELL 1'OU IF A REVIEW OF THE PLANS B1' A LICENSED ENGINEER IS REQUIRED PRIOR TO SUBMISSION OF THE PLANS FOR A BUILDING PERMIT. IN ADDITION, THE OWNER MAl' NEED TO OBTAIN PERMITS OR INSPECTIONS FROM LOCAL GOVERNMENTS BEFORE AND IN THE COURSE OF CONSTRUCTION. �o. ALL PERMITS SHALL BE KEPT AT JOB SITE A7 ALL TIMES. THE BUILDING PERMIT IS RESPONSIBILI71' OF OWNER/G.G. OR PERMIT HOLDER. THE OWNER/PERMIT HOLDER IS ALSO RESPONSIBLE FOR PERMITS INVOLVING THE FOLLOWING 7RADES� ELEG7RIGAL, PLUMBING, MECHANICAL, SPECIAL TRADES. �. IF AN ENGINEERED ROOF FRAMING LA1'OU7 IS PROVIDED B1' THE LUMBER SUPPLIER IT SHALL BE THE BUILDER'S RESPONSIBILI7l' 70 USE THE SUPPLIER ENGINEERED ROOF FRAMING PLAN. 8. ABBREVIA710NS� BP - BOTTOM PLATE FFE -FINISHED FLOOR ELEVATION FGH -FINISHED CEILING HEIGHT NGL -NATURAL GROUND LEVEL 7P - 70P PLATE 9.HEADER HEIGHT IS 82" ROUGH OPENING ABOVE FFE. IN EACH LEVEL REVIEW HEADERS ON SITE WITH G.C. 10.ALL WINDOW � DOOR ROUGH OPENINGS DIMENSIONS ARE ON CENTER (O.G.) 11. PRIOR 70 ANl' DEMOLITION REVIEW DEMOLITION SCHEDULE, REVIEW BEARING WALLS, IF PLANS CALL FOR DEMOLITION OF BEARING WALLS GHEGK FOR AN1' SHORING INSTRUCTIONS Bl' ENGINEER. ALWAI'S USE DF #2 4X4 STUDS FOR SHORING STRUCTURES. 12. ON GROUNDWORK GHEGK WITH 811 PRIOR 70 DOING ANl' DIGGING. DESIGNATE A MATERIAL � DEBRIS AREA FOR GOLLEG710N OF GONS7RUG710N DEBRIS OR FOR HAUL OFF DUMPSTER. INSTALL BARRIER FENCE, ON THE SITE AROUND GONS7RUG710N PERIMETER. 13. ALL CONCRETE WORK SHALL BE DONE W17H PROPER GROUND PREPARATION AND SOIL COMPACTION ACCORDING TO ENGINEERING AND GODS COMPLIANCE. ALL FOUNDATION POUR IN PLACE CONCRETE SHALL BE A MINIMUM OF 3000 PSI. ALL GARAGE SLABS A MINIMUM OF 3000 PSI STRENGTH CONCRETE MIX 6 MIN. SLAB THICKNESS W17H %S° SLOPE TOWARDS FLOOR EXIT DRAIN. 1 �. ALL ROOF DRAINAGE SHALL BE DONE THROUGH �" FASCIA ATTACHED GUTTERS TO �" DOWNSPOUTS 70 DISPERSION BLOCKS OR 6" FRENCH DRAINS IF CALLED FOR IN PLANS 15. GHEGK WITH ELEG7RIGAL GON7RAG70R PRIOR 70 MAKING AN1' ELEG7RIGAL WORK. 16. GHEGK W17H PLUMBING GON7RAG70R PRIOR 70 MAKING AN1' PLUMBING WORK. 1 �. GHEGK W17H MECHANICAL GON7RAG70R PRIOR 70 MAKING AN1' MECHANICAL WORK. �4PPi�O��D STA1�P SEAL REV DESCRIPTION DATE 61 AS -BUILT 6�0/16 THE DRAWINGS, ARRENGEMENTS, ANNOTATIONS AND GRAPHICAL PRESENTATIONS ON THIS DOCUMENT ARE THE PROPERTYOF ROBERTO SMITH MAG DONALD- EASTSIDEDESIGNSTUDIO WHO RETAINS OWNERSHIP AND AUTHORSHIP OF THIS DOCUMENT IN IT"S ENTIRETY THIS DOCUMENT 15 AN INSTRUMENT OF SERVICE AND IS THE INTELLECTUAL AND PHYSICAL PROPERTY OF ROBERTO SMITH MAG DONALD AUTHORIZED USE OF THIS DRAWING IS GRANTED SOLY FOR THE PURPOSE OF THIS SPECIFIC PROJECT AND LOCATION AND N07 CONSTRUCTION OR USE FOR ANY OTHER PROJECT. COPYRIGHT 2018 - ROBERTO SMITH MAG DONALD O u C� �- z N 111 r m � m U �, ^^_ o � -1 �' � � 1� i � Q m � �� z m � � � N v 0 � �V z U � n� � � � !-J � � z � Q � 4 � U �� � w � �� �-- � n m � � � � J ,,�-- � m °��' m 0 � � �„�.� m m �_ N � Q � Zz � � _ � w n�// � 1� � ^^� !-J Z � � � m � � � � � Cn�'cvl.0 PROJECT R-2020-014 DATE 06/12/2020 DRAWN RSM SCALE 1'= 1 /�" ISSUED FOR �UILDINC� P�RMITs SHEET TITLE IND�x GODS ANAL`i'SIS �ICINIT�r MAP SHEET +493' 2%a' RR � +484"5"' FFE +475'8" FFE � - - - - +4�5"0"' NCB +470"9'" NCB � sour�l ELEYAtION 1 /��� = 1 �-0�� _ +493" 2%s � RR � +484"5"' F1=E +475"8'" 1=1=E � \ +4�5"0" NCx ,� Y +410"9"' NG � - - - +466"10'" NCa NO�r�I ELEY�4tION UJESt ELEV,4tION 1 /��� = 1 �-0�� E�4St ELEY�4tION RESUB Jun 18 2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT +493" 2%8 � RR +484"5° FFE +4�5'8"' FFE � +4i5'0"' NCs +470"9"' NCz +4ro5"2� " FFE +493" 2%s � RR +484"5° FFE +475"8"' F1=E Y +470"9"' NCB � +465"21 '" 1=FE +466"10'" NCs A���o�E� s�AM� SEAL REv DESCRIPTION DATE 01 AS -BUILT 06/10 THE DRAU11NG5, ARRENGEMENTS, ANNOTATIONS AND GRAPHICAL PRESENTATIONS ON THIS DOCUMENT ARE THE PROPERTYOF ROBERTO SMITH MAC DONALD- EASTSIDEDESIGNSTUDIO U1H0 RETAINS OUINERSHIP AND AUTHORSHIP OF THIS DOCUMENT IN ITS ENTIRETY THIS DOCUMENT 15 AN INSTRUMENT OF SERVICE AND IS THE INTELLECTUAL AND PHYSICAL PROPERTY OF ROBERTO SMITH MAG DONALD AUTHORIZED USE OF THIS DRAUIING IS GRANTED SOLY FOR THE PURPOSE OF THIS SPECIFIC PROJECT AND LOCATION AND NOT CONSTRUCTION OR USE FOR ANY OTHER PROJECT. COPYRIGHT 2018 - ROBERTO SMITH MAG DONALD F O U O Cl z p 0 U � om � ,� � (V Q � � I Q m � � � Z m � ^ 3 � 0 .. 3 .. z U � � � � � m m z�° w,�� z � 3 Q � Q v �� � � � � �� nJ (� � J � � � J lJ-- QT � (mmV W -J � � � Q � 'Q �. `� z��� z O � l� � Q z Z � � � w � � � ^� � � � !-J � � Cn � cv l.0 PROJECT R-2028-81 � DATE 86/12/2828 DRAUIN RSM SCALE 1 "= 1 /�"" ISSUED FOR �uIL�IN� PE�MITs SHEET TITLE ELEVATION AS-�uILT SHEET II - - - - - - - - - - - - t+I�- I III �� u � ; g ;-g2' -�+-- - - - - II III I I III IIL=---=u-----J11 II III I I I I L------------J L------ -----� I 01 � - EGRESS I I I - � - - SOUTH -I �L�Y�4TION - Pi`OPOS�4L NO�r�-I �L�V,4rION - Pi�OPOS,4L +493' 2%a � RR � +484'S"" 1=FE +415'8" 1=FE � +4i0'9" NCx +4�05'21 „ FFE \ +466'I 0"' NCx ,� +493' 2%s' RR +484'S" F1=E � +475'8" 1=1=E � \ +4�5'0" NCx � +4�0'9"" NCs � - - - +466'10"" Nis UJ�ST �L�Y�TION - Pi�OPOSAL 1 /��� = 1 �-0�� �,4ST �L�V,4TION - Pi�OPOS,4L RESUB Jun 18 2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT +493' 2%a � RR +484'5"' 1=FE +475'8"" F1=E � +410'9"' NG � - - - - - - - +466'10" NCB +493' 2%a � RR � +484'S" F1=E +475'8" 1=1=E � +470'9"" NCB � +466'10" NCa �4PPi�O��D ST,41" �P SEAL REv DESCRIPTION DATE 01 AS -BUILT 06/10 THE DRAU11NG5, ARRENGEMENTS, ANNOTATIONS AND GRAPHICAL PRESENTATIONS ON THIS DOCUMENT ARE THE PROPERTYOF ROBERTO SMITH MAC DONALD- EASTSIDEDESIGNSTUDIO U1H0 RETAINS OUINERSHIP AND AUTHORSHIP OF THIS DOCUMENT IN ITS ENTIRETY THIS DOCUMENT 15 AN INSTRUMENT OF SERVICE AND IS THE INTELLECTUAL AND PHYSICAL PROPERTY OF ROBERTO SMITH MAG DONALD AUTHORIZED USE OF THIS DRAUIING IS GRANTED SOLY FOR THE PURPOSE OF THIS SPECIFIC PROJECT AND LOCATION AND NOT CONSTRUCTION OR USE FOR ANY OTHER PROJECT. COPYRIGHT 2018 - ROBERTO SMITH MAG DONALD F O U O Cl N z 0 p U � om � � (V � � Q�I � Q m � � � Z m ^ � 3 � 0 .. 3 .. z U � � � � � m m z�° z w,�� � 3 Q � Q v �� � � �� � � nJ (� � J � � � J lJ-- QT � (mmV W -J � � � � � 'Q �. `� z��� z O t,� — � � � �[ QL 61 � Q Z w � � � ^� � � � !-J � � Cn � cv l.0 PROJECT R-2020-01 � DATE 0(0/12/2020 DRAUIN RSM SCALE 1'= 1 �4�i ISSUED FOR �uiL�iN� P��Mirs SHEET TITLE ELEVATION Pi�OPOSALS SHEET II II II II II II II II II II II II II II II II II II II II II II I FINISHED ATTIC _ LAUNDRY I I I I I I I I I I I I I I I I � LIVINCxROOM SHED UTILITY BATHROOM BEDROOM #2 i SEctION SEctION 1 /��� = 1 �-0�� +493" 2%8° RR +484"B" FFE � +�75"8"" FFE � Y +��0"9"' NCs +�6�✓"21 ," FFE \ +466"I 0"' NCB ,� +�93" 2%s " RR +48�"b"" FFE +47b"8"" FFE - - - - \ +478"0"' NCB +4�0"9"' NCx +4�ob"21 '" FFE \ +4�0�0"10"" NCs ,L UJALL SECTION IN E>CISTINCx 2X8 GEILIN� JOIST STALL R-�9 GATT INSULATION :HECK FLOOR PLANS FOR OYERHANC� � DEMOLISHED AREAS FOR UJINDOUJ MATCH � REPLAGELAP SIDINCx GDX PL1'U100D SHEATHINCx �/8�" T1-11 UJ/SD@6"� O.G. EDC�xES ON 12�� FIELD UJ1-IERE DEMOLITION HAPPENS FOR ECxRESS UJINDOLUS 101STURE BARRIER LAP � TAPE AT JOINTS IN EXISTINCx 2X4 UJALL STALL R-15 GATT INSULATION IN E>CISTINCx 2X8 GEILIN� JOIST STALL R-38 GATT INSULATION 2"'X6"' P.T. MUDSILL PLATE "� DIA. X 10�� ANCHOR BOLT J/%""X3""X3�" UJASHER @ (o� O.G. MAX IN SA FSE < L 1�/" O ALLOUJ FOR 2X�o R-21 GATT INSULATION :XISTINC� 8 CONCRETE STEM UJALL ROUND LEVEL RESUB Jun 18 2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT APPRO��D SrAMP SEAL REV DESCRIPTION DATE 01 AS -BUILT 0�0/10 THE DRAWINGS, ARRENGEMENTS, ANNOTATIONS AND GRAPHICAL PRESENTATIONS ON THIS DOCUMENT ARE THE PROPERTYOF ROBERTO SMITH MAG DONALD- EASTSIDEDESIGNSTUDIO WHO RETAINS OWNERSHIP AND AUTHORSHIP OF THIS DOCUMENT IN ITS ENTIRETY THIS DOCUMENT IS AN INSTRUMENT OF SERVICE AND IS THE INTELLECTUAL AND PHYSICAL PROPERTY OF ROBERTO SMITH MAG DONALD AUTHORIZED USE OF THIS DRAWING IS GRANTED SOLY FOR THE PURPOSE OF THIS SPECIFIC PROJECT AND LOCATION AND NOT CONSTRUCTION OR USE FOR ANY OTHER PROJECT. COPYRIGHT 2018 - ROBERTO SMITH MAG DONALD F O U 0 ,7 �- z w m w m V �, _ ,7 � —! �' CV J � Q � Q m � � Z � ^ (�� V/ � N OCV � � u � U � � � Q� � m m z � 4� O Q� U �� � � �� }- � n m � � � � J � �m �_ N Q � � O Z � O � '^ � v! W n/� .'^^ Z � � !Li ! O ���� � � � � � Cn�'cvl.0 PROJECT R-2020-014 DATE 0�0/12/2020 DRAWN RSM SCALE 1 "= 1 ��"" ISSUED FOR �UILDINC� PERMITS SHEET TITLE sEcrloNs U1ALL sEcrloNs SHEET I II I II I II I II I II I II I II I II I II I II I I I II I II I II I II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II I I I (2)I�X4 A77A�;-IED II I II II II I II II II II II II II II II II II II II II II II II II II II II II I II I II I II I II I II I II I II I II II II II II II II II I II II I II �� II II II � II II --yF�---1-�---�I— II II I I I II II II � II � II II II �I I II II I II u �� r u u u u I I I� _ U °o °� a O w S `K � E � i �: � � II I II �(0 I i r I I U I I I I I O o ;� o �W I I I I = F F z � I I a� I 61 "' I T �: '�i d: I�f I 1�>k I I I I I st,�l�c,�s� ��r�alLs st,�l�c,�s� ��r�alLs �,� — � � 8 2 >X4 RAFTER 2X8 CEILING BLOCKING 3/a� DRYWALL CEILING 2X8 STRINGER BLOCKING FOR 36'X36` LANDING XS STRINGER BLOCKING OR 36°X36` LANDING +��05�2%�� ��� LAP TOP PLATES ATE INTERSECTING WALLS CONNECT W/ 3 16D MIN HEADER PI OR SC STUDS PER PLAN OR SECTIONS AB PER SHEAR WALL SCHE 8" DIA AT 48" O �,,� sr�al�c�sE �ErQILs srQl�c�sE �ErAILs SPLICE DBL TOP PLATES PER 3/S2.2 =R HE DUL C MI N LE KINGS CRI 2X SILL " ILL4'<" ILL6'<" D GRIPPE STU PLE " < < "<E "<f S 115 22 32 X BLKG AT EA CORNER OPENING WIDTH "W" PROVIDE4" X 3" X 3" WASHER AT ALL ABs r�rPICAL uuoo� U1�4LL �R,4MINC� �,� — � ,_g 2 STAIRWAYS -HEADROOM MIN To'-8" (SPIRAL �o'-�o") -MIN STAIRWAY WIDTH ABOVE HANDRAIL 3ro" -ILLUMINATION REQUIRED FOR STAIRS AND LANDINGS -EXTERIOR STAIR LIGHTING AT TOP LANDING, CONTROL INSIDE DWELLING -INTERIOR STAIR LIGHT CONTROL TOP AND BOTTOM OF STAIRS CWITH 6 OR MORE RISERS) -MIN STAIR AND LANDING= WIDTH 36 INCHES C31%" INCH CLEAR IF I HANDRAIL, 21 INCHES CLEAR IF 2 HANDRAILS) -MAX RISER HEIGHT i 3/4' INCHES -MIN TREAD DEPTH 10 INCHES -MIN RISER HEIGHT 4 INCHES -RISER OR TREAD MAX DII=FERENTIAL 3/8' INCHES -WINDERS-TREAD MIN �o INCHES AT INNER EDGE -WINDER MIN 10 INCHES TREAD DEPTH WITHIN 12 INCHES FROM INSIDE -NOSING NOT REQUIRED ON STAIRS WITH TREADS GREATER THAN OR EQUAL TO 11 INCHES -ACCESSIBLE SPACE BELOW STAIRS REQUIRES ) %" GYPSUM BOARD Cl -HR CONSTRUCTION) HANDRAILS -GRIPPABLE RAIL REQUIRED IF 4 OR MORE RISERS -HANDRAIL HEIGHT MN 34"' AND MAX 38" -MAX PROJECTION INTO STAIRWAY IS 4 %" -ENDS SHALL RETURN TO WALL OR NEWEL POST OR voLurE -HANDRAIL TO BE CONSTRUCTED TO RESIST 200 POUND POINT LOAD IN ANY DIRECTION -HANDRAIL ON OPEN SIDE OF STAIRS MUST NOT ALLOW 4 INCH SPHERE TO PASS THROUGH -OPEN RISERS, NO OPENING GREATER THAN 4 INCHES EXCEPT 6 INCHES ALLOWED AT TREAD/RIDER/RAIL TRIANGLE GUARDRAILS -REQUIRED FOR ANY WALK -OFF DISTANCE THAT IS GREATER THAN 30 INCHES ABOVE ADJACENT FLOOR OR GRADE -SCREENED PORCHES REQUIRE GUARDRAILS IF WALK -OFF DISTANCE IS GREATER THAN 30 INCHES ABOVE ADJACENT FLOOR OR GRADE -CMINIMUM HEIGHT 42 INCHES IN MULTI -FAMILY) OR MINIMUM 3(o INCHES IF ONLY ACCESSIBLE FROM ONE UNIT C34 INCHES IF STAIR HANDRAIL) -MAXIMUM OPENING LESS THAN 4 INCHES EXCEPT 6 INCHES ALLOWED AT TREAD/RISER/RAIL TRIANGLE -OPEN RISERS ON STAIRS MUST NOT ALLOW 4 INCH SPHERE TO PASS THROUGH -GUARDRAIL TO BE CONSTRUCTED TO RESIST 200 POUND POINT LOAD IN ANY DIRECTION �S PER SCHED 2X6 EXT DBL 2X HEADE DER 5 PER SCHED RESUB Jun 18 2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT HIGH DENSITY RIGID IN OPENINGS WIDTH "W" I-IADER KINCz STUDS CRIPPLE STUDS "W" < 4' (2) 2X6 OR 4X6 (1) 2X (1) 2X 4' < "W" < 6' (2) 2X8 OR 4X8 (1) 2X (1) 2X 4' < "W" < �,' (2) 2X10 OR 4XI0 (1) 2X (1) 2X NOTES I. WI-IERE FRAMING= IS GALLED OUT ON PLANS, SIZES SHALL GOVERN 2. I -LEADERS SHALL BE ON DOUCsFIR/LARCH #1 OR BTR 3. STAGCsER AND BLOCK ALL SHEATHINGS EDGES 4. PROVIDE AB AT �" FROM ALL SPLICES IN SILL PLATE 6. ALICSN STUDS WITH SPLICES IN TOP PLATES 6. PROVIDE 8 16D EA SIDE EA TOP PLATE SPLICE �. PROVIDE A35 KINCs TO TOP OF HEADER, CRIPPLE TO BOT I -LEADER AND BOTTOI"I OF SILL AND CRIPPLE TO SILL �4i�Pi�O��D 5��1�i� SEAL REV DESCRIPTION DATE 01 AS -BUILT 0�0/10 THE DRAWINGS, ARRENGEMENTS, ANNOTATIONS AND GRAPHICAL PRESENTATIONS ON THIS DOCUMENT ARE THE PROPERTYOF ROBERTO SMITH MAG DONALD- EASTSIDEDESIGNSTUDIO WHO RETAINS OWNERSHIP AND AUTHORSHIP OF THIS DOCUMENT IN IT"S ENTIRETY THIS DOCUMENT IS AN INSTRUMENT OF SERVICE AND IS 7HE INTELLECTUAL AND PHYSICAL PROPERTY OF ROBERTO SMITH MAG DONALD AUTHORIZED USE OF THIS DRAWING IS GRANTED SOLY FOR THE PURPOSE OF THIS SPECIFIC PROJECT AND LOCATION AND N07 CONSTRUCTION OR USE FOR ANY OTHER PROJECT. COPYRIGHT 2018 - ROBERTO SMITH MAG DONALD F O O �- N z w m w m U�, ^_ o � � � � CV !� � � I Qm � � Z � (�� V/ ^ � N OCV � � u � U � � � QC � m m .Z m � w z m � � � Q � 4 � U �� � W � �— �� � n m � � � � J �„�.� m lD �_ (V !-..1 � � O Z O � � �"_ � � (�// 1� � ^^� !-J Q� Z � � � O � � � � � O (�� � � 1--1 � Cn�'cvl.0 PROJECT R-2020-014 DATE 06/12/2020 DRAWN RSM SCALE 1'= 1 /�"' ISSUED FOR �UILDINC� PEi�MITS SHEET TITLE ��ral�s SHEET